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排序方式: 共有375条查询结果,搜索用时 953 毫秒
71.
人工湿地的构建与应用 总被引:8,自引:0,他引:8
论述了人工湿地污水处理技术的机制和优势,阐述了人工湿地的构建和污水处理研究进展,表明人工湿地的污水处理效率与污染物的种类和污染程度、人工湿地的类型、湿地植物种类、基质类型、水力停留时间和水力负荷等密切相关.在中国,典型人工湿地有3种类型,分别为垂直流人工湿地、潜流式人工湿地和表面流人工湿地,主要用于处理来自化粪池、养殖... 相似文献
72.
注水开发是提高陕北浅层低孔特低渗油藏最终采收率和开发效益的主要方式。随着开发工作的开展,油田污水已成为注水开发的主要水源,污水的处理、污水回注和再利用是油田可持续高效发展的关键问题之一。针对南泥湾低渗油藏脱后污水及池塘污水化验结果,通过对絮凝剂、助凝剂、杀菌剂、缓蚀阻垢剂、除氧剂、浮选剂种类及加药量的优选,进行了回注污水处理研究。结果表明:按照所筛选出的各种水处理剂选型及浓度选择混合后,配伍性良好,处理后的污水水质各项指标均达到延长低渗透油藏注入水推荐标准,可满足南泥湾油田特低渗油藏注水开发要求。研究结果可为陕北浅层低渗油田污水处理及注水方案优化提供理论依据。 相似文献
73.
在低温环境下采用强制通风堆肥技术对消化污泥和玉米秸秆进行了堆肥化处理。在环境温度为9~15℃和初始C/N比为19.61情况下,第4天堆体温度达到最高温度60℃,堆体温度保持55℃以上时间为9d。污泥堆肥过程中总有机碳和C/N比下降明显,而NO3--N和重金属含量升高。pH值、电导率、NH4+-N、纤维素酶和脲酶的活性呈先增加后降低的趋势。种子发芽指数在第35天达到84.14%。研究结果表明,消化污泥和玉米秸秆强制通风堆肥在35d达到了腐熟要求。 相似文献
74.
Mohammad Wasim Mohammad Arif Sajid Iqbal Muhammad Daud 《Geostandards and Geoanalytical Research》2013,37(1):87-93
The International Atomic Energy Agency (IAEA) organised a proficiency test (PT), IAEA‐CU‐2010‐02, for the determination of elements in sewage sludge. The PT sample was analysed by semi‐absolute standardless k0‐instrumental neutron activation analysis (k0‐INAA). Results for seven elements (As, Co, Cr, Fe, Hg, Se, Zn) were submitted to the IAEA by our laboratory. All of our results were scored ‘acceptable’ by the ‘result evaluation criteria’ adopted by the IAEA. The same analytical methodology produced quantitative results for twenty‐six additional elements. In total, thirty‐six elements were determined with uncertainty varying from 4 to 11%. This paper presents the provisional mass fractions of twenty‐six additional elements (Ag, Al, Br, Ca, Ce, Cl, Dy, Eu, Ga, Hf, I, K, La, Mg, Mn, Na, Rb, Sb, Sc, Sm, Ta, Tb, Th, V, U, W) not reported by the IAEA. The analytical methodology was discussed with important sources of spectral, nuclear and fission‐product interferences. It was shown that the important components of uncertainties were the k0 factor, Q0 factor, detector efficiency, mass and counting statistics. The methodology was validated by analysing the IAEA‐S7 reference material. 相似文献
75.
Orit Hyams-Kaphzan Ahuva Almogi-Labin Chaim Benjamini Barak Herut 《Marine pollution bulletin》2009,58(12):1888-1902
The eastern Mediterranean is naturally highly oligotrophic, but urbanization along the Levant coast has led to raised organic and nutrient loads. This study tracks living foraminiferal assemblages at two sites near an activated sewage sludge outfall from 11/2003 to 5/2004. Oligotrophic site PL29 shows seasonal variations in O2, chlorophyll a, and organic carbon, and has an abundant, diverse benthic foraminiferal assemblage living at various in-sediment depths. At eutrophic site PL3, ∼16 years of sludge injection favor a depleted assemblage primarily of opportunist foraminifera. This site shows less seasonality, is subjected to organic matter overload, O2-stress, and periodic anoxia, foraminifera are less abundant and diverse, and live at shallower depths. The assemblages at both sites represent a common pool of species, with Ammonia tepida highly dominant. Benthic foraminifera were therefore found to be sensitive to trophic trajectories, respond on sub-seasonal time-scales, and track injection and dispersal of organic loads on the shelf. 相似文献
76.
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78.
本研究通过污泥比阻试验及叶片吸滤试验,探讨化学调理前后污泥的脱水性能。研制并开发了改善石油化工污泥脱水性能的最佳药剂PtC,并为石油化工污泥脱水提供了必要的运行参数。 相似文献
79.
对中山市5个区域的48条主要河涌水体与2间污水处理厂各工艺流程水体进行样品采集,运用固相微萃取进行前处理并结合气相色谱—质谱联用技术,检测各样品中佳乐麝香、吐纳麝香和酮麝香这3种合成麝香的含量,并分析其分布特征以及探讨污水处理厂处理工艺中合成麝香的浓度变化规律。结果表明:1)合成麝香已经普遍存在于中山市的河涌水体中。中山市西部地区和南部地区的河涌水体中合成麝香总含量相对其他区域最低,中部地区河涌水体中合成麝香含量亦较低。2)中山市雁企涌和魁魁涌等28条河涌水体中的主要合成麝香为佳乐麝香,一埒涌和乌沙涌等13条河涌水体的主要合成麝香为酮麝香,仅有苏埒涌和石军涌等7条河涌水体的主要合成麝香为佳乐麝香和酮麝香这2种合成麝香。3)氧化沟和A2/O工艺均能对合成麝香产生一定的去除效果。污水处理厂A对佳乐麝香、吐纳麝香和酮麝香的去除率分别为86.94%、72.15%和89.36%;而污水处理厂B对以上3种合成麝香的去除率分别为82.09%、85.73%和87.90%。4)2间污水处理厂的二沉池以及污水处理厂A的紫外消毒亦可对合成麝香产生进一步的去除效果;2间污水处理厂均能对酮麝香产生比佳乐麝香和吐纳麝香更高的去除率。 相似文献
80.
The effectiveness of artificial recharge in combating seawater intrusion in Salalah coastal aquifer, Oman 总被引:1,自引:0,他引:1
Mahaad I. Shammas 《Environmental Geology》2008,55(1):191-204
The Salalah central sewage treatment plant has been designed to treat 20,000 m3/day at the first stage and two further stages to double the initial capacity. The plant currently (2005) treats more than
15,000 m3/day effluents to a tertiary level, and after chlorination phase, the effluents are recharged into tube wells in a line parallel
to the coast. The process aims to help stabilize the seawater interface and a part to be recovered from hand-dug wells/boreholes
further inland and downstream. A three-dimensional flow and solute advection transport model was developed to assess the effectiveness
of the proposed recharge scheme and to track the solute transport with respect to the design system. The advection transport
model predicted that in 2020 the maximum pathlines of the injection fluids would reach the abstraction wells that are located
600 m, southward of the injection bores in about 1-year travel time in the case of the no-management interference and more
than that southward under management interference. The developed flow predicted the wedge of the saline intrusion in 2019
is tracked up to 2.7 and 3.4 km from the shoreline with the injection and without the injection, respectively under constant
underflow. The injection scheme is effective in pushing back the saline zone front by 700 m. This study argues that the treated
wastewater would help to increase the water levels at the vicinity of the injection line and to reduce the influence of saline
inflows from the coast. The reclaimed sewage recharge scheme is examined in the case of the Salalah coastal aquifer using
groundwater simulation, which can also be applied to other regions with similar conditions. 相似文献